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Proposal For Water Supply Improvements For The State Of Bahrain / BY Hana H. Al-Maskati ; I.K. SMOUT BA

المكتبات

رقم الطلب: 553.7M111

كتاب

0 (0)

المادة

Theses, Building Engineering, Civil Engineering,

بواسطة: Hana H. Al-Maskati I.K. SMOUT BA

بيانات النشر: 1997

Theses, Building Engineering, Civil Engineering,

رقم الاستدعاء : 553.7M111

Proposal For Water Supply Improvements For The State Of Bahrain / BY Hana H. Al-Maskati ; I.K. SMOUT BA

المادة

بواسطة: Hana H. Al-Maskati I.K. SMOUT BA

بيانات النشر: 1997

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					    width: 100%;
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وصل حديثاً

كتاب

رقم الاستدعاء : 058.57M214

المكتبات

Public Client`s Satisfaction With Consultancy Services In Bahrain/ BY Tariq Mohammed Al-shaikh Al-Mahmood.

بواسطة: Tariq Mohammed Alshaikh AlMahmood

بيانات النشر: 1998

0 (0)

Public Client`s Satisfaction With Consultancy Services In Bahrain/ BY Tariq Mohammed Al-shaikh Al-Mahmood.

المكتبات

رقم الطلب: 058.57M214

كتاب

وصل حديثاً

0 (0)

المادة

Civil Engineering, Consultancy Services--Bahrain, Engineering Management,

بواسطة: Tariq Mohammed Alshaikh AlMahmood

بيانات النشر: 1998

Civil Engineering, Consultancy Services--Bahrain, Engineering Management,

رقم الاستدعاء : 058.57M214

Public Client`s Satisfaction With Consultancy Services In Bahrain/ BY Tariq Mohammed Al-shaikh Al-Mahmood.

المادة

بواسطة: Tariq Mohammed Alshaikh AlMahmood

بيانات النشر: 1998

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					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

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.header {
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.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
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					    padding: 12px 50px;
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.header .header-content .logo svg {
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					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
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					}

.body-content-table table tr {
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					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

وصل حديثاً

كتاب

رقم الاستدعاء : 624Q11

المكتبات

A Systems Approach To Construction Productivity/ BY Sami Qambar.

بواسطة: Sami Qambar

بيانات النشر: 1999

0 (0)

A Systems Approach To Construction Productivity/ BY Sami Qambar.

المكتبات

رقم الطلب: 624Q11

كتاب

وصل حديثاً

0 (0)

المادة

Civil Engineering, Construction Management And Engineering, Engineering construction,

بواسطة: Sami Qambar

بيانات النشر: 1999

Civil Engineering, Construction Management And Engineering, Engineering construction,

رقم الاستدعاء : 624Q11

A Systems Approach To Construction Productivity/ BY Sami Qambar.

المادة

بواسطة: Sami Qambar

بيانات النشر: 1999

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
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					}

.body-content-table table {
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					}

.body-content-table table tr {
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.body-content-table table tr:nth-of-type(odd) {
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.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

كتاب

رقم الاستدعاء : 624.16M697

المكتبات

Displacement Analysis of Belled piles and piers Under Axial Load/ BY LAMYA Mohammed.

بواسطة: LAMYA Mohammed

بيانات النشر: 1988

0 (0)

Displacement Analysis of Belled piles and piers Under Axial Load/ BY LAMYA Mohammed.

المكتبات

رقم الطلب: 624.16M697

كتاب

0 (0)

المادة

Theses, Belled piles and piers, Civil Engineering,

بواسطة: LAMYA Mohammed

بيانات النشر: 1988

Theses, Belled piles and piers, Civil Engineering,

رقم الاستدعاء : 624.16M697

Displacement Analysis of Belled piles and piers Under Axial Load/ BY LAMYA Mohammed.

المادة

بواسطة: LAMYA Mohammed

بيانات النشر: 1988

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
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					    border: 0;
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.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
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.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

كتاب

رقم الاستدعاء : 624.17K15

المكتبات

Elastic instability of unbraced steel framed structure using transfer matrices/ ESMAT SALEH KAMESHKI ؛Sup. S . SYNGELLAKIS

بواسطة: ESMAT SALEH KAMESHKI S . SYNGELLAKIS

بيانات النشر: 1989

0 (0)

Elastic instability of unbraced steel framed structure using transfer matrices/ ESMAT SALEH KAMESHKI ؛Sup. S . SYNGELLAKIS

المكتبات

رقم الطلب: 624.17K15

كتاب

0 (0)

المادة

Theses, Civil Engineering, Engineering construction,

بواسطة: ESMAT SALEH KAMESHKI S . SYNGELLAKIS

بيانات النشر: 1989

Theses, Civil Engineering, Engineering construction,

رقم الاستدعاء : 624.17K15

Elastic instability of unbraced steel framed structure using transfer matrices/ ESMAT SALEH KAMESHKI ؛Sup. S . SYNGELLAKIS

المادة

بواسطة: ESMAT SALEH KAMESHKI S . SYNGELLAKIS

بيانات النشر: 1989

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
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.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
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.body-content-table table tr:nth-of-type(odd) {
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.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
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.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

كتاب

رقم الاستدعاء : 624.1A453

المكتبات

Partial Use Of High Performance Concrete In Rectangular Reinforced Concrete Beams/ BY Hussain S. M. Falah Al-Omari.

بواسطة: Hussain S. M. Falah Al-Omari

بيانات النشر: 1998

0 (0)

Partial Use Of High Performance Concrete In Rectangular Reinforced Concrete Beams/ BY Hussain S. M. Falah Al-Omari.

المكتبات

رقم الطلب: 624.1A453

كتاب

0 (0)

المادة

Theses, Civil Engineering, Concrete Beams,

بواسطة: Hussain S. M. Falah Al-Omari

بيانات النشر: 1998

Theses, Civil Engineering, Concrete Beams,

رقم الاستدعاء : 624.1A453

Partial Use Of High Performance Concrete In Rectangular Reinforced Concrete Beams/ BY Hussain S. M. Falah Al-Omari.

المادة

بواسطة: Hussain S. M. Falah Al-Omari

بيانات النشر: 1998

body {
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}

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.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
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.header .header-content .title-By {
					    padding: 5px 35px;
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.header .header-content .title-By .title {
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					    font-size: 30px;
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.body-content-table .table-header {
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.body-content-table table {
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					}

.body-content-table table tr {
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.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
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كتاب

رقم الاستدعاء : 624.17Z23

المكتبات

Implementation Of Quality Assurance In Bahrain Construction Industry/ BY Essam Abdulla Zaman.

بواسطة: Essam Abdulla Zaman

بيانات النشر: 1998

0 (0)

Implementation Of Quality Assurance In Bahrain Construction Industry/ BY Essam Abdulla Zaman.

المكتبات

رقم الطلب: 624.17Z23

كتاب

0 (0)

المادة

Theses, Civil Engineering, Construction--Bahrain,

بواسطة: Essam Abdulla Zaman

بيانات النشر: 1998

Theses, Civil Engineering, Construction--Bahrain,

رقم الاستدعاء : 624.17Z23

Implementation Of Quality Assurance In Bahrain Construction Industry/ BY Essam Abdulla Zaman.

المادة

بواسطة: Essam Abdulla Zaman

بيانات النشر: 1998

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
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					    background-color: #f8f8f8;

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.header {
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.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
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.header .header-content .title-By .title {
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					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
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					    font-weight: 600;
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.body {
					    background-color: #f8f8f8;
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.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
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.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
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.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

وصل حديثاً

كتاب

رقم الاستدعاء : 624.1A444

المكتبات

ASSESSMENT OF ROAD USER CHARGES IN SAUDI ARABIA/ Hashim Mohammad Noor Al-Madani.

بواسطة: Hashim Mohammad Noor Al-Madani

بيانات النشر: 1986

0 (0)

ASSESSMENT OF ROAD USER CHARGES IN SAUDI ARABIA/ Hashim Mohammad Noor Al-Madani.

المكتبات

رقم الطلب: 624.1A444

كتاب

وصل حديثاً

0 (0)

المادة

Theses, Civil Engineering, Road User Charges,

بواسطة: Hashim Mohammad Noor Al-Madani

بيانات النشر: 1986

Theses, Civil Engineering, Road User Charges,

رقم الاستدعاء : 624.1A444

ASSESSMENT OF ROAD USER CHARGES IN SAUDI ARABIA/ Hashim Mohammad Noor Al-Madani.

المادة

بواسطة: Hashim Mohammad Noor Al-Madani

بيانات النشر: 1986

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
					}

.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
					}

.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

كتاب

رقم الاستدعاء : 666.893953A146

المكتبات

Durability Performance of Silica Fume Cement Concrete in The Arabian Gulf Environment/ BY Abdulla Y. Talib.

بواسطة: Abdulla Y. Talib

بيانات النشر: 1996

0 (0)

Durability Performance of Silica Fume Cement Concrete in The Arabian Gulf Environment/ BY Abdulla Y. Talib.

المكتبات

رقم الطلب: 666.893953A146

كتاب

0 (0)

المادة

بواسطة: Abdulla Y. Talib

بيانات النشر: 1996

رقم الاستدعاء : 666.893953A146

Durability Performance of Silica Fume Cement Concrete in The Arabian Gulf Environment/ BY Abdulla Y. Talib.

المادة

بواسطة: Abdulla Y. Talib

بيانات النشر: 1996

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
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.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
					}

.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
					}

.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

وصل حديثاً

كتاب

رقم الاستدعاء : 658.15A451

المكتبات

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

بواسطة: Sughra S.Abbas Al-Mosawi M .P. Saka

بيانات النشر: 1996

0 (0)

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

المكتبات

رقم الطلب: 658.15A451

كتاب

وصل حديثاً

0 (0)

المادة

Theses, Civil Engineering, Engineering,

بواسطة: Sughra S.Abbas Al-Mosawi M .P. Saka

بيانات النشر: 1996

Theses, Civil Engineering, Engineering,

رقم الاستدعاء : 658.15A451

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

المادة

بواسطة: Sughra S.Abbas Al-Mosawi M .P. Saka

بيانات النشر: 1996

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
					}

.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
					}

.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

كتاب

رقم الاستدعاء : 666.893953A415

المكتبات

Investigation Of Shrinkage Effect On Ultimate Strength Of Reinforced Concrete Columns/ BY Abdul-Nabi Hassan Ali Salman Al-Koofi ؛ Sup.C.S. Ioannou

بواسطة: Abdul-Nabi Hassan Ali Salman Al-Koofi C.S. Ioannou

بيانات النشر: 1996

0 (0)

Investigation Of Shrinkage Effect On Ultimate Strength Of Reinforced Concrete Columns/ BY Abdul-Nabi Hassan Ali Salman Al-Koofi ؛ Sup.C.S. Ioannou

المكتبات

رقم الطلب: 666.893953A415

كتاب

0 (0)

المادة

بواسطة: Abdul-Nabi Hassan Ali Salman Al-Koofi C.S. Ioannou

بيانات النشر: 1996

رقم الاستدعاء : 666.893953A415

Investigation Of Shrinkage Effect On Ultimate Strength Of Reinforced Concrete Columns/ BY Abdul-Nabi Hassan Ali Salman Al-Koofi ؛ Sup.C.S. Ioannou

المادة