Feb , Wharf Design CriteriaPOLB WDC Version 3.0February Structural Loading Criteria 3..2 Load Resistance Factor Design (LRFD) .

May , The following wharf design criteria are based on the most current wharf design procedures at the Port ofLos Angeles (POLA)The criteria are approval by POLA, or as required by this code3NOTATION AND fye = 1.0fy.

Volume Issue 3 Version 1.0 Year sources on the seismic event criteria utilized by a Direct The current Port of Long Beach Wharf DesignCriteria

Nov , DESIGN SPECIFICATIONS—Marine Terminal Structures Port of Long Beach (POLB) Wharf Design Criteria, v 3.0, 4Port of Los

A new ASCE standard, Seismic Design of Pile Supported Piers and Wharves, is being developed by Long Beach Wharf Design Criteria, and the Port of Los Angeles Container TerminalSeismic CodeAs part of bulkhead with large seismic moments (referred to as seismic piles by POLA)The four #9 bar Version 2.0.

Feb , seismic design assessment of waterfront structures such as the Port of Long Beach Wharf Design Criteria (POLB ) for this type.

Moment Rotation behavior of the pile wharf deck connection has been very well characterized4 moderate soil displacement (≈ 1.0 ft)These pile Port of Long Beach Wharf Design Criteria, Version 3.0 (February)Priestley, M.J.N

The design and maintenance of Marine Oil and LNG Terminals is governed by the Marine Oil Terminal for steel piles is in the Port of Long Beach (POLB) Wharf Design Criteria (Lai, )The POLB criteria were 0, and 1.0 inch respectively The OpenSees Command Language Manual, Version1.2(Pacific

3.2.4 Review of Port of Long Beach, , Wharf DesignCriteria, Version 2.0 Guidelines for Developing Seismic Performance Criteria forContainer Cargo

Sep , One is the Caltrans ARS Online (version 1.0.4), which is free at The Port of Long Beach wharf design criteria (version 2) can be downloaded

Feb , Wharf Design CriteriaPOLB WDC Version 3.0February Structural Loading Criteria 3..2 Load Resistance Factor Design (LRFD) .

May , The following wharf design criteria are based on the most current wharf design procedures at the Port ofLos Angeles (POLA)The criteria are approval by POLA, or as required by this code3NOTATION AND fye = 1.0fy.

Volume Issue 3 Version 1.0 Year sources on the seismic event criteria utilized by a Direct The current Port of Long Beach Wharf DesignCriteria

Nov , DESIGN SPECIFICATIONS—Marine Terminal Structures Port of Long Beach (POLB) Wharf Design Criteria, v 3.0, 4Port of Los

A new ASCE standard, Seismic Design of Pile Supported Piers and Wharves, is being developed by Long Beach Wharf Design Criteria, and the Port of Los Angeles Container TerminalSeismic CodeAs part of bulkhead with large seismic moments (referred to as seismic piles by POLA)The four #9 bar Version 2.0.

Feb , seismic design assessment of waterfront structures such as the Port of Long Beach Wharf Design Criteria (POLB ) for this type.

Moment Rotation behavior of the pile wharf deck connection has been very well characterized4 moderate soil displacement (≈ 1.0 ft)These pile Port of Long Beach Wharf Design Criteria, Version 3.0 (February)Priestley, M.J.N

The design and maintenance of Marine Oil and LNG Terminals is governed by the Marine Oil Terminal for steel piles is in the Port of Long Beach (POLB) Wharf Design Criteria (Lai, )The POLB criteria were 0, and 1.0 inch respectively The OpenSees Command Language Manual, Version1.2(Pacific

3.2.4 Review of Port of Long Beach, , Wharf DesignCriteria, Version 2.0 Guidelines for Developing Seismic Performance Criteria forContainer Cargo

Sep , One is the Caltrans ARS Online (version 1.0.4), which is free at The Port of Long Beach wharf design criteria (version 2) can be downloaded